KnE Engineering

ISSN: 2518-6841

The latest conference proceedings on all fields of engineering.

Early Age Compressive Strength of Waste-based-glass-powder Magnesium Silicate Binders on Initial Carbonation Curing

Published date: May 03 2020

Journal Title: KnE Engineering

Issue title: STARTCON19 - International Doctorate Students Conference + Lab Workshop in Civil Engineering

Pages: 61–73

DOI: 10.18502/keg.v5i5.6919

Authors:

Erick Grünhäuser Soares - e.grunhauser@ubi.pt

João Castro-Gomes

Abstract:

In this preliminary study, the effect of glass powder content at early age compressive strength and its effect at strength retention coefficient during water immersion period on magnesium silicate hydroxide cement pastes on carbonation curing was investigated. A magnesium oxide-rich powder with a maximum grain size of 150 μm was used, as well as, a waste glass powder with a maximum grain size of 250 μm, which was obtained from grinded flint glass bottles. Cement pastes were produced with 0, 10, 20, 30, 40, and 50 glass powder weight percentage. The specimens were compacted into cubic moulds (e = 20 mm) under 70 MPa and, subsequently, cured on accelerate carbonation chamber for 2h at >99% CO2 concentration. The compressive strength was determined 3 days after CO2, period which the specimens were preserved on room conditions (20∘C and 60%RH), and also at 3, 7 and 14 days of water immersion period. Comparison of the results obtained for different mixing compositions, as well as, different water immersion periods are discussed in this work.

References:

[1] International Energy Agency, Technology Roadmap: Low-Carbon Transition in the Cement Industry. (2018) 1–66. https://doi.org/10.1007/SpringerReference_7300

[2] University of Leeds, The concrete set. (n.d.). http://www.leeds.ac.uk/site/custom_scripts/spotlight/ concrete/index.php (accessed January 16, 2019).

[3] D. Zaelke, O. Young, & S. O. Andersen, Scientific Synthesis of Calera Carbon Sequestration and Carbonaceous By-Product Applications. Scientific American, (2011) 1–64.

[4] S. A. Walling & J. L. Provis, Magnesia-Based Cements: A Journey of 150 Years, and Cements for the Future? Chemical Reviews, 116 (2016) 4170–4204. https://doi.org/10.1021/acs.chemrev.5b00463.

[5] N. Vlasopulos & C. R. Cheeseman, Binder composition, US 8.496,751 B2, 2013.

[6] F. Jin & A. Al-Tabbaa, Thermogravimetric study on the hydration of reactive magnesia and silica mixture at room temperature. Thermochimica Acta, 566 (2013) 162–168. https://doi.org/10.1016/j.tca.2013.05. 036

[7] J. Wei, Q. Yu, W. Zhang, & H. Zhang, Reaction products of MgO and microsilica cementitious materials at different temperatures. Journal of Wuhan University of Technology-Mater. Sci. Ed., 26 (2011) 745–748. https://doi.org/10.1007/s11595-011-0304-3

[8] J. Wei, Y. Chen, & Y. Li, Reaction mechanism between MgO and microsilica at room temperature. Journal Wuhan University of Technology, Materials Science Edition, 21 (2006) 88–91. https://doi.org/ 10.1007/BF02840848

[9] F. Jin & A. Al-Tabbaa, Strength and hydration products of reactive MgO-silica pastes. Cement and Concrete Composites, 52 (2014) 27–33. https://doi.org/10.1016/j.cemconcomp.2014.04.003

[10] T. Zhang, L. J. Vandeperre, & C. R. Cheeseman, Formation of magnesium silicate hydrate (M-S-H) cement pastes using sodium hexametaphosphate. Cement and Concrete Research, 65 (2014) 8–14. https://doi.org/10.1016/j.cemconres.2014.07.001

[11] T. Zhang, C. R. Cheeseman, & L. J. Vandeperre, Development of low pH cement systems forming magnesium silicate hydrate (M-S-H). Cement and Concrete Research, 41 (2011) 439–442. https://doi. org/10.1016/j.cemconres.2011.01.016

[12] T. Zhang, J. Zou, B. Wang, Z. Wu, Y. Jia, & C. R. Cheeseman, Characterization of Magnesium silicate hydrate (MSH) gel formed by reacting MgO and silica fume. Materials, 11 (2018) 909. https://doi.org/10. 3390/ma11060909

[13] C. Sonat & C. Unluer, Development of magnesium-silicate-hydrate (M-S-H) cement with rice husk ash. Journal of Cleaner Production, 211 (2019) 787–803. https://doi.org/10.1016/j.jclepro.2018.11.246

[14] M. Liska & A. Al-Tabbaa, Ultra-green construction: reactive magnesia masonry products. Proceedings of the Institution of Civil Engineers - Waste and Resource Management, 162 (2009) 185–196. https://doi.org/10.1680/warm.2009.162.4.185

[15] P. He, C. S. Poon, & D. C. W. Tsang, Comparison of glass powder and pulverized fuel ash for improving the water resistance of magnesium oxychloride cement. Cement and Concrete Composites, 86 (2018) 98–109. https://doi.org/10.1016/j.cemconcomp.2017.11.010

[16] W. Chen, C. Wu, F. Chen, & S. Zheng, Effects of Silica Fume on Water-resistant Property of Magnesium Oxychloride Cement. 143 (2017) 1251–1254. https://doi.org/10.2991/iceep-17.2017.219

[17] C. Li & H. Yu, Influence of fly ash and silica fume on water-resistant property of magnesium oxychloride cement. Journal of Wuhan University of Technology-Mater. Sci. Ed., 25 (2010) 721–724. https://doi.org/10.1007/s11595-010-0079-y

[18] P. He, C. S. Poon, & D. C. W. Tsang, Effect of pulverized fuel ash and CO2curing on the water resistance of magnesium oxychloride cement (MOC). Cement and Concrete Research, 97 (2017) 115–122. https://doi.org/10.1016/j.cemconres.2017.03.005

[19] P. He, C. S. Poon, & D. C. W. Tsang, Using incinerated sewage sludge ash to improve the water resistance of magnesium oxychloride cement (MOC). Construction and Building Materials, 147 (2017) 519–524. https://doi.org/10.1016/j.conbuildmat.2017.04.187

[20] G. M. S. Islam, M. H. Rahman, & N. Kazi, Waste glass powder as partial replacement of cement for sustainable concrete practice. International Journal of Sustainable Built Environment, 6 (2017) 37–44. https://doi.org/10.1016/j.ijsbe.2016.10.005

[21] R. U. D. Nassar & P. Soroushian, Strength and durability of recycled aggregate concrete containing milled glass as partial replacement for cement. Construction and Building Materials, 29 (2012) 368– 377. https://doi.org/10.1016/j.conbuildmat.2011.10.061

[22] L. A. Pereira-de-Oliveira, J. P. Castro-Gomes, & P. Santos, Optimization of pozzolanic reaction of ground waste glass incorporated in cement mortars. PORTUGAL SB07 - Sustainable Construction, Materials and Practices: challenge of the Industry for the New Millennium, (2007) 928–934.

[23] C. Shi, Y. Wu, C. Riefler, & H. Wang, Characteristics and pozzolanic reactivity of glass powders. Cement and Concrete Research, 35 (2005) 987–993. https://doi.org/10.1016/j.cemconres.2004.05.015

[24] D. Hoornweg & P. Bhada-Tata, What a Waste: A Global Review of Solid Waste Management estimated (Washington, DC: The World Bank, 2012).

[25] S. Kaza, L. Yao, P. Bhada-Tata, & F. Van Woerden, What a Waste 2.0: A Global Snapshot of Solid Waste Management to 2050 (Washington, DC: The World Bank, 2018). https://doi.org/10.1596/978-1-4648-1329-0

[26] European Glass Industries, Statistical report 2017-2018 (Brussels, Belgium, 2018).

[27] J. H. Butler & P. Hooper, Glass Waste. In T.M. Letcher, & D.A. Vallero,eds., Waste (Elsevier, 2011), pp. 151–165. https://doi.org/10.1016/B978-0-12-381475-3.10011-7

[28] C. Sonat, C. H. Lim, M. Liska, & C. Unluer, Recycling and reuse of reactive MgO cements – A feasibility study. Construction and Building Materials, 157 (2017) 172–181. https://doi.org/10.1016/j.conbuildmat. 2017.09.068

Download
HTML
Cite
Share
statistics

564 Abstract Views

301 PDF Downloads